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STH 49 over WILLOW CREEK

Map 

Coordinates:
+44.05404, -88.99138
44°03'15" N, 88°59'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 49 over WILLOW CREEK
Structure number:B69002500000000
Location:1.0M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:7.9 ft. [2.4 m]
Total length:27.2 ft. [8.3 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2012]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.8Not deficient---2900
July 201393.6Not deficient---3580
July 201190.6Not deficient---3580
July 200981.3Not deficient---3580
September 200781.3Not deficient---3580
September 200581.3Not deficient---3580
September 200381.3Not deficient---3580
December 200185.7Not deficient---2335
October 199983.7Not deficient---2335
September 199883.7Not deficient---2335
December 199783.7Not deficient---2335
January 199783.7Not deficient---2335
October 199583.8Not deficient---2335
June 199483.8Not deficient---2335
September 199386.3Not deficient---1790
June 199286.3Not deficient---1790
August 199184.6Not deficient---2160